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YALE AVE over HIGHLINE CANAL

Map 

Coordinates:
+39.66760, -104.90475
39°40'03" N, 104°54'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:YALE AVE over HIGHLINE CANAL
Structure number:D-10-HC-240
Location:YALE W OF QUEBEC ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.0 ft. [12.8 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:15,900 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:18.5 tons [16.8 metric tons]
Sufficiency rating:72.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201472.9Not deficientSatisfactoryGoodGood15900
December 201272.9Not deficientSatisfactoryGoodGood15900
December 201073.1Not deficientSatisfactoryGoodGood14995
September 200873.1Not deficientGoodGoodGood14995
January 200772.6Not deficientGoodGoodGood18998
September 200472.6Not deficientGoodGoodGood18998
November 200271.5Not deficientGoodGoodGood18998
August 200069.9Not deficientVery GoodGoodGood30380
December 199969.9Not deficientVery GoodGoodVery Good30380
December 199869.9Not deficientVery GoodGoodVery Good30380
March 199672.4Not deficientGoodGoodGood10753
November 199472.7Not deficientGoodGoodGood10753